ArchivIA Università degli Studi di Catania

ArchivIA - Archivio istituzionale dell'Universita' di Catania >
Tesi >
Tesi di dottorato >
Area 08 - Ingegneria civile e architettura >

Please use this identifier to cite or link to this item:

Issue Date: 23-Mar-2012
Authors: Nicolosi, Massimo
Title: Seismic analysis of inclined shallow granular deposits
Abstract: In the last decades many attempts for understanding the cyclic and dynamic behaviour of soft soils have been devoted by the scientific community. The aim of this thesis consists to investigate the mechanical response of two granular material (Hostun and Toyoura sand) in cyclic/dynamic conditions. In this paper some relationships between permanent displacement, evaluated by means of the code VIBRAZIONE and the Newmark method, and earthquake parameters, such as critical acceleration ratio, Arias Intensity and Destructive Power, have been investigated.
Appears in Collections:Area 08 - Ingegneria civile e architettura

Files in This Item:

File Description SizeFormatVisibility
NCLMSM78T11C351M-TESi.pdfTesi Dottorato Nicolosi XXIII Ing Geotecnica29,88 MBAdobe PDFView/Open

Items in ArchivIA are protected by copyright, with all rights reserved, unless otherwise indicated.

Share this record




Stumble it!



  Browser supportati Firefox 3+, Internet Explorer 7+, Google Chrome, Safari

ICT Support, development & maintenance are provided by the AePIC team @ CILEA. Powered on DSpace Software.